Military Aviation Brochure

SETTING THE STANDARD




FOR MILITARY AIRFIELD PROJECTS




















































Precision, commitment,
discipline - in the military, these
qualities define excellence.
For over 30 years, at military
airfields across the nation
and abroad, CMT has been
perfectly aligned with its
clients in the armed forces by
delivering consulting services
characterized by the very
same qualities that the military
demands of its own.

SETTING THE STANDARD




FOR MILITARY AIRFIELD PROJECTS






MILITARY AIRFIELD DESIGN


CMT is a recognized leader in the field of military
airfield design and one of the few engineering consul-

tants that boasts an entire team of professionals dedi-
cated to this mission, from planning and design, to
pavement construction and electrical systems. Our
breadth of knowledge and experience was a key factor
in CMT’s selection to facilitate and author the DoD
Tri-Service Airfield and Heliport Planning and Design
Manual, a document that sets the worldwide standard
for U.S. military airfield planning and design.




“The dedication, professionalism, and technical
expertise of CMT is second to none.”

McGuire AFB












CMT’s reputation for

excellence resulted in four
consecutive selections

by the U.S. Army Corps
of Engineers to provide

Indefinite Delivery
Services for Airfield CMT IS THE PRIME AUTHOR OF THE

Pavements Worldwide. U.S. MILITARY AVIATION PLANNING
AND DESIGN MANUAL.

Established AVIATION SERVICES
1946






employees INSIGHT. PERFORMANCE. INVESTMENT.
270 From primary large hub airports to general aviation facilities, CMT offers its


clients the insight of a highly-focused group of aviation professionals. Creative
approaches, backed by decades of experience, deliver value in performance
and results.
A genuine customer-centric approach means an uncommon level of investment
past 5 years in client goals and success. CMT's national reputation is established by the
over 2,740 work it has performed at civilian and military airports throughout the country
and exemplified in our recognition as a top provider of aviation services.


projects at Comprehensive Range Business Units
of Services
ƒ Aviation
103 AIRPORTS ƒ Design and construction ƒ Highways & Bridges
ƒ Water Resources
engineering
ƒ Planning ƒ Civil & Site Services
ƒ Environmental
ƒ Noise compatibility/modeling
Multi-Year Business Model ƒ Program development MIDWEST DESIGN
72 ƒ Regulatory coordination FIRM OF THE YEAR
ƒ Financial

ƒ Program management
Engineering News Record | 2014
ƒ Economic/Site development
ƒ Land acquisition Scan to learn
on-call or retainer ƒ Electrical/Navaids more about
airport clients ƒ Structural what CMT can
ƒ Architectural do for you
ƒ Pavement management studies
ƒ GIS

AVIATION CLIENTS



ARKANSAS ƒ South Bend Regional Airport, South Bend field
ƒ Baxter County Airport, Mountain Home IOWA ƒ Osage Beach Airport, Grand Glaize
ƒ Calico Rock-Izard County, Calico County ƒ Ozark Air Park South, Ozark
ƒ Carlisle Municipal Airport, Carlisle ƒ Ames Municipal Airport, Ames ƒ Perryville Municipal Airport, Perryville
ƒ Clarendon Municipal Airport, Clarendon ƒ Ankeny Regional Airport, Ankeny ƒ Piedmont Municipal Airport, Piedmont
ƒ McGehee Municipal Airport, Little Rock ƒ Clinton Municipal Airport, Clinton ƒ Richmond Municipal Airport, Richmond
ƒ Dubuque Regional Airport, Dubuque ƒ Spirit of St. Louis, Chesterfield
ARIZONA ƒ Fairfield Municipal Airport, Fairfield ƒ St. Charles Airport, St. Charles
ƒ Tucson International Airport, Tucson ƒ Fort Dodge Regional Airport, Fort Dodge ƒ Springfield/Branson National Airport, Springfield
ƒ Steele Municipal Airport, Steele
ƒ Luke AFB, Phoenix ƒ Sioux Gateway Airport, Sioux City ƒ Sullivan Regional Airport, Sullivan
ƒ Sierra Vista Airport, Sierra Vista ƒ Southeast Iowa Regional Airport, Burlington ƒ Troy Municipal Airport, Troy
CALIFORNIA KANSAS ƒ Unionville Municipal Airport, Unionville
ƒ Air Force Plant 42, Palmdale ƒ Manhattan Regional Airport, Manhattan ƒ Washington Memorial Airport, Washington
ƒ Waynesville Regional Airport - Forney Field, Fort
ƒ Sacramento Mather Airport, Sacramento ƒ McConnell AFB, Wichita Leonard Wood
ƒ Travis AFB, Fairfield ƒ Kansas Air National Guard, Wichita ƒ Willow Springs Memorial Airport, Willow Springs
DISTRICT OF COLUMBIA KENTUCKY MONTANA
ƒ Washington Dulles International Airport ƒ Fort Campbell
ƒ Ronald Reagan - Washington National Airport ƒ Louisville-Bowman Field, Louisville ƒ Bert Mooney AP, Butte
ƒ Lexington Bluegrass Airport, Lexington
FLORIDA MARYLAND NEW JERSEY
ƒ Fort Lauderdale/Hollywood Int’l Airport, Fort ƒ FAA Technical Center, Atlantic City
ƒ McGuire Air Force Base
Lauderdale ƒ Andrews AFB ƒ Joint Base McGuire-Dix-Lakehurst
ƒ Airglades International Airport MICHIGAN
GEORGIA ƒ Cass County Memorial, Dowagiac NEW MEXICO
ƒ Fort Benning, Columbus ƒ Tri City Airport, Freeland ƒ Kirtland Air Force Base, Albuquerque
ƒ Hillsdale Municipal Airport, Hillsdale ƒ Cannon Air Force Base, Clovis
IDAHO ƒ Tulip City Airport, Holland NORTH DAKOTA
ƒ Mountain Home AFB ƒ Roscommon County Airport, Houghton Lake
ƒ DuPont-Lapeer Airport, Lapeer ƒ Bottineau Municipal Airport, Bottineau
ILLINOIS MINNESOTA ƒ Grand Forks International, Grand Forks
ƒ Abraham Lincoln Capital Airport, Springfield ƒ Duluth International Airport, Duluth OHIO
ƒ Albertus Airport, Freeport ƒ Cincinnati West Airport, Harrison
ƒ Aurora Municipal Airport, Aurora MISSOURI ƒ Columbus International Airport, Columbus
ƒ Central Illinois Regional Airport, Bloomington ƒ Aurora Memorial Municipal Airport, Aurora ƒ Fairfield County Airport, Lancaster
ƒ Centralia Municipal Airport, Centralia ƒ Bismarck Memorial Airport, Bismarck ƒ Ohio State University Airport
ƒ Champaign-U of I-Willard Airport, Savoy ƒ Bollinger-Crass Memorial Airport, Van Buren ƒ Putnam County Airport, Ottawa
ƒ Chicago Executive Airport, Prospect Heights/ ƒ Bowling Green Municipal Airport - Bowling ƒ Sidney Municipal Airport, Sidney
Wheeling Green ƒ Toledo Express Airport, Toledo
ƒ Chicago-Rockford International Airport, Rockford ƒ Branson West Airport, Branson ƒ Rickenbacker International Airport, Columbus
ƒ Dixon Municipal Airport, Dixon ƒ Camdenton Regional Airport, Camdenton ƒ Wood County Airport, Bowling Green
ƒ DuPage Airport, DuPage ƒ Cape Girardeau Regional Airport, Cape ƒ Youngstown-Warren Regional Airport,
ƒ Greater Kankakee Airport, Kankakee Girardeau Youngstown
ƒ Lake in the Hills Airport, IL ƒ Charles B. Wheeler Downtown Airport, Kansas
ƒ Lansing Airport, Lansing City SOUTH DAKOTA
ƒ Mercer County Airport, Aledo ƒ Columbia Regional Airport, Columbia ƒ South Dakota Air National Guard, Sioux Falls
ƒ MidAmerica Airport, Bellville ƒ Creve Coeur Airport, Maryland Heights
ƒ Midway International Airport, Chicago ƒ Doniphan Municipal Airport, Doniphan TEXAS
ƒ Monticello Airport, Monticello ƒ Elton Hensley Memorial Airport, Fulton ƒ Laughlin Air Force Base, Del Rio
ƒ Mt. Hawley Auxiliary Airport, Peoria ƒ Farmington Regional Airport, Farmington ƒ Ft. Bliss Air Force Base, El Paso
ƒ O’Hare International Airport, Chicago ƒ Fredericktown Municipal Airport, Fredericktown ƒ Mesa Vista Ranch Private Airport, Pampa
ƒ Pekin Municipal Airport, Pekin ƒ Gideon Memorial Airport, Gideon ƒ Randolph AFB
ƒ Peoria International Airport, Peoria ƒ Hannibal Municipal Airport, Hannibal
ƒ Pinckneyville- DuQuoin Airport, Pinckneyville ƒ Hermann Municipal Airport, Hermann UTAH
ƒ Pontiac Municipal Airport, Pontiac ƒ Higginsville Industrial Municipal Airport, Higgins-
ƒ Quad City International Airport, Moline ville ƒ Salt Lake City International Airport, Salt Lake City
ƒ Robinson Municipal Airport, Robinson ƒ Jefferson County Airport, Jefferson County WEST VIRGINIA
ƒ Schaumburg Regional Airport, Schaumburg ƒ Kennett Memorial Airport, Kennett
ƒ Sparta Community Airport, Sparta ƒ Joplin Regional Airport, Joplin ƒ Mid-Ohio Valley Regional Airport, Parkersburg
ƒ Taylorville Municipal Airport, Taylorville ƒ Lambert-St. Louis International Airport, St. Louis WISCONSIN
ƒ Vermilion County Airport, Danville ƒ Lee’s Summit Municipal Airport, Lee’s Summit
ƒ Waukegan Regional Airport, Waukegan ƒ Lee C. Fine Memorial Airport, Brumley ƒ Dane County Regional Airport, Madison
ƒ Whiteside County Airport, Sterling/Rock Falls ƒ Lewis County Airport, Lewis County ƒ General Mitchell International Airport, Milwaukee
ƒ Williamson County Regional Airport, Marion ƒ Central Wisconsin Airport, Mosinee
ƒ Malden Regional Airport, Malden ƒ Price County Airport, Phillips
INDIANA ƒ Memphis Memorial Airport, Memphis INTERNATIONAL
ƒ Eagle Creek Airpark, Indianapolis ƒ Mexico Memorial Airport, Mexico
ƒ Mississippi County Airport, Charleston
ƒ Evansville Regional Airport, Evansville ƒ Missouri Air National Guard, St. Louis ƒ Anderson Air Force Base, Guam
ƒ Fort Wayne International Airport, Fort Wayne ƒ Monroe City Regional Airport, Monroe City ƒ Osan Air Base, Republic of Korea
ƒ Smart Field, Fort Wayne ƒ Mt. Vernon Municipal Airport, Mt. Vernon ƒ McMurdo Station, Ross Island, Antarctica
ƒ Hendricks County Airport, Hendricks County ƒ Nevada Municipal Airport, Nevada
ƒ Indianapolis Regional Airport, Indianapolis
ƒ North Central Missouri Regional Airport, Brook-

MILITARY PROJECT EXPERIENCE



Joint Base McGuire-Dix-Lakehurst

Wrightstown, NJ

CMT was the prime consultant on three projects to
reconstruct/rehabilitate one runway plus connector taxi-
ways and two parallel taxiways at McGuire AFB.

REPAIR RUNWAY 6-24
The purpose of this project was to completely reha-
bilitate the 10,000’ x 200’ Runway 6/24 complex,
including pavements, pavement marking, airfield
lighting and storm sewer drainage, such that all facil-
ities within the complex would be updated to comply
with current criteria and require minimal maintenance
for the next 20 years.
REPAIR TAXIWAY G
The purpose of this project was to reconstruct the
main parallel taxiway to Runway 6/24, demolishing
the existing asphalt taxiway and rebuilding a new PCC taxiway.
The project includes new subsurface drainage, new taxiway “The dedication, professionalism
edge lights and signs, pavement markings and reconfiguring and technical expertise of CMT is
the geometry of two taxiway-taxiway intersections. second to none. Your core team,
REPAIR TAXIWAY L consisting of yourself (Rich Thuma),
The purpose of this project was to reconstruct the taxiways that Greg Huntley, Andrew Gurski,
provide access from both runways to the main aircraft parking
ramp. The 5,800-ft asphalt taxiway plus two 650-ft connectors along with your office support staff
are to be demolished and reconstructed with PCC pavement. and subcontractors, deserves an
The project includes new subsurface drainage, new taxiway overwhelming commendation for
edge lights and signs, and pavement markings.
working with this very challenging
CMT led the design effort for all three projects, with subcontract and successful project. This $51M
support for topographical survey, geotechnical investigation storm project you designed was built in strict
sewer video investigation and airfield electrical design.
adherence to exceeding stringent Air
The design included an emphasis on reuse of existing materials
wherever possible. This was achieved by allowing the use of Force quality standards thanks to you
recycled crushed concrete in the base course and subbase layers, and your team’s efforts. Your support
requiring recycling of asphalt millings, and allowing use of RAP in during the design and construction
asphalt pavement shoulders and base layers. Innovative features
to reduce project cost included base course in-place reclamation/ was overwhelmingly excellent.
stabilization and PCC pavement rubblization.
With proactive solutions to

Reference 2011 National government change orders and
Andy Rola Award for Quality innovative design to unanticipated
87 CES, McGuire AFB, NJ field construction problems, CMT was
(609) 754-6180 in Asphalt
Paving - National very accurate for each and every issue.”

Construction Cost: Asphalt Pavement Christopher Archer, Deputy Base Civil Engineer
$50M; $26M; $19M Association McGuire AFB, October 28, 2011
(NAPA)

MILITARY PROJECT EXPERIENCE



McConnell Air Force Base

Wichita, KS


REPAIR WEST RUNWAY AIRFIELD DESIGN
PACKAGES
Crawford, Murphy & Tilly, Inc. (CMT) provided Title I
Design Runway services at McConnell AFB. The scope
for this task involved a comprehensive design effort
preparing seven (7) 100% complete design packages
for airfield facility repairs.
Title I Design services included analyzing design data
to develop the pavement designs, determining cost
estimates, creating schedules and planning construc-
tion periods per different production rates throughout the various Construction cost
phases of construction. ƒ Repair West Runway – $41.2M Awarded
ƒ Design Cost / type: $1.87M Title I; FFP ƒ Repair North Duct Bank - $3.8M
ƒ Rebuild pavement surfaces to support modified-heavy aircraft traffic Awarded
for 20+ yrs ƒ Repair Taxiway A North - $12.8M
Awarded
ƒ Improve taxiway pavement geometry to meet current criteria ƒ Repair Taxiway A South - $24.8M
ƒ Replace airfield lighting systems associated with each project Estimated
ƒ Reconstruct paved shoulders and overruns, including subdrainage ƒ Repair Taxiway F - $6.0M Estimated
systems ƒ Repair South Duct Bank - $5.5M

Title II Construction Phase Services included: Awarded
ƒ Repair Drainage T/W A North - $4.5M
ƒ Submittal reviews Estimated
ƒ Responses to Requests for Information (RFI)
ƒ Participation in weekly government and contractor progress meetings Reference
ƒ Site visits at key points during construction Jay J. McFarland
ƒ Participation in Pre-Final Inspections and development of punchlists 22 CES/CENPM
53000 Hutchison, Ste 109
COMPLEXITY: McConnell AFB, KS
This project had multiple stakeholders involved with the design and 67221-3617
very unique phasing of the construction requirements. With multiple [email protected]
parties accessing the airfield, including Boeing, Kansas Air National 316.759.1176
Guard, Cessna, Sprit Aerosystems and the base military refueling
operations, CMT had to consider all parties involved to maintain
airfield access during each project phase. For example, Boeing access “CMT has a very knowledgeable
on the west side of the airfield influenced the geometry on the turns airfield design staff that does
to ensure accessibility for all parties using the runway. The airfield Fire
Department also was involved, as they have a required response time excellent work. Their technical
to handle emergency matters on the airfield within a specific time- knowledge and application of that
frame. To prevent any issues or delays, CMT added a temporary access
road as the response path for the fire station to continue their services knowledge made my job easier. If
without interruption. not the best, certainly one of the
The designs were completed under an aggressive schedule and at best teams I have worked with
one point all taxiway and runway projects were simultaneously being
worked on by CMT. in my career. It was a pleasure
Throughout the design process CMT’s staff was available for inter- working with the CMT team.”
mediate design, plan checks and revisions, and worked closely with
the Air Mobility Command (AMC), McConnell’s base staff, and Army Don Marlen– HQ AMC Command Electrical Engineer
- 7/31/13
Corps of Engineers to discuss reviews/upgrades and provide project

MILITARY PROJECT EXPERIENCE



status checks. CMT’s accelerated design schedule
started in Oct 2010 and was completed in Jun 2011
to allow for end-of-year advertising and award. The
West Runway and North Duct Bank construction
project was awarded at ~10% below estimated cost in
a favorable bidding climate.
Among the many different taxiway pavement sections,
Taxiway A reconstruction was particularly complex.
The Taxiway A pavement design required matching
to existing adjacent apron pavement grades. Profile
milling followed by rubblization of the underlying PCC
layer was selected as the best solution for recon-
structing the PCC pavements. This maximized the
re-use of existing materials while keeping the construc-
tion work area “in the dry” on an existing firm plat-
form during reconstruction.

CHALLENGES AND RESOLUTION:
Challenge: Original West Runway project scope included only "CMT is one of the more
replacing the center 80-ft keel pavements. This would have resulted knowledgeable and experienced
in unusual pavement sections and jointing patterns.

Resolution: CMT analyzed multiple pavement reconstruction airfield pavement design
approaches and concluded complete full-width removal and engineers we work with at
replacement of the runway’s top PCC layer would not be more
expensive than keel-only replacement. Using this approach resulted AFCEC/CNE. Though we
in improved constructability, reduced contract duration, reduced
risk for weather delays, and more consistent, longer lasting pave- cannot explicitly endorse
ment. or recommend specific
Challenge: Needed to replace airfield lighting systems associated
with each project – approach lights, threshold light bars, edge contractors, we can state
lights and signs due to recurring issues with moisture and standing facts when asked. And the
water interfering with the airfield lighting system.
Resolution: Devised a design to keep the lighting system dry by facts are: CMT personnel's
draining each individual can, handhole, manhole and duct run into unique understanding of
the storm drainage or sub-drain system.
Challenge: Repair Storm Drainage T/W A North project addresses specific Air Force operations
erosion issues and criteria waivers in a ditch adjacent to the Main and requirements is evident in
Aircraft Parking Apron. The existing ditch cross slopes exceeded
the maximum allowable slope, and the existing vertical headwall their great products and their
structures do not follow strict frangibility guidelines, resulting in
permanent waivers for this area. continued excellent support of
Resolution: CMT relocated the ditch flowline and regraded the AF mission requirements."
drainage ditch per current UFC military criteria. Unique design
Daniel Soto
features included sloped and grated inlet and outlet structures AFCEC Program Manager - 7/30/13
and the reinforcing of the erodible soils in the ditchline. Once
constructed, this will allow McConnell AFB to remove the waivers
and provide maintainable turf slopes.

MILITARY PROJECT EXPERIENCE



McGuire Air Force Base

Wrightstown, NJ


TAXIWAY Q RECONSTRUCTION
In this Design-Build project, CMT teamed with TDX Services
to reconstruct 325’ long by 75’ wide Taxiway Q, connecting
the Air National Guard apron to Taxiway H. The existing
taxiway was not open to KC-135 aircraft because it was
built with a non-standard longitudinal profile having slopes
too steep. From the inception of the project, CMT quickly
identified the problem and developed a new profile to meet
Unified Facilities Criteria for Air Force Taxiways.
After an initial site visit and meeting with the stakeholders
(airfield manager, base pavement engineer, ANG Opera-
tions), CMT rapidly developed detailed plans to remove the existing asphalt Project Elements
surface, re-profile the aggregate base course and place the new asphalt ƒ 3,000 SY of New Hot Mix
pavement to the proper profile to allow safe operations for the KC-135 aircraft Asphalt
parked on the apron. Plans included details to adjust existing taxiway edge ƒ 3,000 SY of Aggregate Base
light base cans to extend them up to the new paved shoulder surface. Grading Course
plans were created to minimize the area disturbed by construction, but keeping ƒ 25 Taxiway Edge Light Base Can
the new graded turf connected to the elevated pavement surface at grades Adjustments
within criteria. ƒ 5,250 SF of Pavement Markings
After final plans were accepted, CMT submitted the Erosion and Sediment
Control Plan to the local regulatory agency for permit approval prior to
breaking ground on the site. Reference
Andy Rola
Throughout construction, CMT remained engaged in the project to review 87 CES, McGuire AFB, NJ
contractor material submittals and QC test reports, make site visits and partici- (609) 754-6180
pate in pre-final inspections.

MILITARY PROJECT EXPERIENCE



McMurdo Station

Ross Island, Antarctica


AIRFIELD MASTER PLAN DEVELOPMENT
FOR A SINGLE AIRFIELD COMPLEX
The National Science Foundation (NSF) operates
McMurdo Station on Ross Island in Antarctica. To
support this 1,200 person science station, the US
Air Force flies daily LC-130 and C-17 flights to
New Zealand and within the continent. In recent
history, up to three separate airfields on the Ross Ice
Shelf have been used during the flying season. NSF
wanted a plan to consolidate operations into one
single airfield complex.
PROJECT SCOPE
CMT was tasked to determine the facilities required
and the best configuration to conduct flight operations from a Single Airfield Complex
(SAC). Facilities include airside areas (runways, skiways, taxiways, aprons, fuel pits),
landside buildings (maintenance shops, control centers, cargo handling, galley, etc.)
and airfield support facilities (air traffic control tower, NAVAIDs, approach lighting, fire
fighting).

PROJECT APPROACH
First, an airfield engineer and airfield planner completed a site visit at McMurdo to
inventory existing facilities and interview staff at the site. This helped to build a thor-
ough understanding of the variety of functions that use the airfield and determine their
facility requirements.
Next, CMT analyzed the data to determine requirements for the SAC. Specifically,
this included: a) detailed study of wind data records from the last 15+ years at the
station to determine the best headings for both the ice runway and the snow skiway; b)
careful analysis of the existing facility square footage and development of formulas to
calculate the square feet needed for future facilities; c) development and comparison
of alternative parking apron and refueling area layouts.
After compiling the requirements, CMT developed alternative airfield layouts and
consolidated facility floorplans. This was an iterative process that included 3 review
meetings with stakeholders to discuss the alternatives and solicit feedback on the
proposed layouts.


Reference
Bob Haehnel
US Army Corps of Engineers
Cold Regions Research &
Engineering Lab (CRREL)
72 Lyme Road
Hanover, NH 03755
603.646.4325

MILITARY PROJECT EXPERIENCE



Andrews AFB

Camp Springs, Maryland


REPAIR LIGHTING VAULT
CMT provided engineering and architectural design
services to upgrade and repair the existing 640 SM
airfield lighting vault serving the two-runway complex
used by Air Force One and other critical aircraft. The
facility was over 30 years old and numerous regulators
were outdated and needed replacement. The airfield
lighting vault is a critical component of the visual navi-
gational system, powering the approach lights, runway
centerline, TDZ and edge lights, taxiway lights, and
signs, even during base-wide power outages through
the use of a backup emergency generator.
Key project elements include:
ƒ New 7,000-SF one story brick building to house airfield lighting electrical
equipment. Building includes a backup generator and above-ground fuel
storage tank with fuel offload containment area. Additionally, a shop office/
training room and maintenance/storage area are included in the facility.
ƒ Specially designed regulator and generator rooms, built to withstand an
F4 tornado, with pre-cast concrete roof, heavy-duty doors, and reinforced
louvered ventilation openings.
ƒ New home-run duct bank (>2000 LF) in parallel with existing to provide
capacity for future cables as well as existing.
Reference
ƒ Two large jack & bore casings under existing taxiways to avoid impact to Michael Butts
active pavements. IICES/CPEM
ƒ New Airfield Lighting Control System (touchscreen) connecting the new 3477 North Carolina Ave
vault to the Air Traffic Control Tower using fiber-optic and radio signal Andrews AFB, MD
transmission systems. 20762-2803
(301)981-1224
ƒ Demolition of existing 6,432 SF building slab and associated utilities.
ƒ Removal/disposal of existing 10,000 gallon above-ground fuel tank and
associated piping.

MILITARY PROJECT EXPERIENCE



Andrews AFB

Camp Springs, Maryland


PREPARING FOR AIR FORCE ONE 747-800 & GROUP VI
CMT recently completed a study to identify criteria changes that
might be needed for the Air Force to deal with Group VI traffic,
specifically related to the new 747-800 which could potentially
replace the existing 747-200B fleet for Air Force One. CMT
reviewed Air Force criteria relating to pavement design, geometry,
separations and imaginary surfaces. This primarily involved review
of Unified Facilities Criteria 3-260-01 and 3-260-02. (Note: CMT
was the prime author and coordinator of this manual which is the
military airfield and planning design manual for all branches of the
military.) CMT also incorporated review of corollary FAA criteria,
with specific emphasis on large aircraft (Group VI) criteria.


LOCALIZER RELOCATION AND ALSF II REPLACEMENT
CMT provided electrical/NAVAID design services as part of
the rehabilitation of Runway 1L/19R. The project also involved
upgrading from an ILS CAT II to CAT III. The strengthening of the
paved overruns required that the localizer facilities on both ends of
the runway be relocated. CMT also provided design for the replace-
ment of the ALSF II approach lighting system. Equipment for the
project was procured through an FAA reimbursable agreement.
Reference
Michael Butts
IICES/CPEM
3477 North Carolina Ave
Andrews AFB, MD
20762-2803
(301)981-1224

MILITARY PROJECT EXPERIENCE



Military Airfield Design Manual UFC 3-260-01
1 November 2001
Change of 19 May 2006
U.S. Army Corps of Engineers, Omaha,
Nebraska


PREPARATION/REVISIONS OF AIRFIELD AND
HELIPORT PLANNING AND DESIGN CRITERIA UNIFIED FACILITIES CRITERIA (UFC)
CMT was principal author and coordinator for updating the stan-
dardized criteria for all DoD airfields and heliports. The manual AIRFIELD AND HELIPORT PLANNING
prescribes dimensional and geometric layout for airfields, landing AND DESIGN
zones, heliports, and helipads, as well as navigational airspace
around these facilities. The key challenge of this document was to
consolidate the individual criteria of the Air Force, Army and Navy.
CMT performed analysis and review of existing documentation
and assisted in resolving technical differences between agencies. A AIR FORCE CIVIL ENGINEER SUPPORT AGENCY (Preparing Activity)
total of seven workshops were held in association with document U.S. ARMY CORPS OF ENGINEERS
NAVAL FACILITIES ENGINEERING COMMAND
preparation. CMT prepared draft submittals, incorporated review
comments by over 50 government offices, and prepared AutoCADD APPROVED FOR PUBLIC RELEASE: DISTRIBUTION UNLIMITED
drawings of all figures used in the manuscript.

CMT was the prime author of
Project Elements
ƒ Conducted seven review workshops to obtain comments and the military airfield planning and
answer questions design manual.
ƒ Facilitation of review by over 50 offices
ƒ Coordination with all three services
ƒ Airfield apron design criteria
ƒ Power check pad criteria
ƒ Revised dimensional criteria
ƒ English to metric
ƒ Aviation facility planning criteria
ƒ Airfield airspace criteria



Reference
U.S. Army Corps of Engineers
Mr. John Gregory
Missouri River District
TSMCS
Omaha, NE
(402) 697-2667

MILITARY PROJECT EXPERIENCE



Sheppard Air Force Base

Wichita Falls, TX


BASE OPERATIONS RAMP
This project is one of several airfield projects successfully
engineered by CMT at military and joint use airfields world-
wide. Over the past 20 years, CMT has worked at over
25 such installations on numerous airfield related projects,
including aprons, runways, taxiways and electrical. A new
ramp was designed and constructed next to the new base
operations building. The base bid for the ramp included a
300’ x 535’ apron layout and a 300’ x 75’ entrance taxiway
layout from Taxiway E. A design option included an addi- Reference
tional 162.5’ x 535’ expansion. Airport parking locations Joe Hockaday
had to consider runway RSA limits and TERPS departure Project Manager
surface. CMT received very high ratings for its work on this U.S. Army Corps of Engineers - Tulsa
project. 1645 S. 101 E. Avenue
Tulsa, OK 74128-4609
Pavement Elements: (210) 536-7317
ƒ Pavement geometry
ƒ Structural pavement design, including drainage layer
using PCASE pavement Design software
ƒ Surface and subsurface drainage
ƒ Airfield lighting and marking “The quality of CMT’s design
ƒ High mast apron lighting effort was exceptional.”
ƒ Cost estimating
“One of the best quality control
efforts I have ever seen.”

“Despite numerous changes...
CMT stayed on the schedule
throughout the entire design
process.”

“Honestly . . . I can’t think of any
weaknesses. I have no complaints
or concerns with regard to CMT.”


Joe Hockaday, Project Manager

MILITARY PROJECT EXPERIENCE





















Laughlin Air Force Base

Laughlin, TX


AIRFIELD IMPROVEMENTS
The three parallel runways at Laughlin AFB were to be improved through a combination of maintenance, reconstruction
and pavement overlays. Sections of the runway pavements had deteriorated due to traffic or had severe ponding prob-
lems. Several alternate methods of correcting these deficiencies were applied, including reconstruction of selected areas
by removal and replacement of pavements, overlaying portions and applying maintenance, such as crack sealing and
partial depth repair to the remainder of the area.

Project Elements Reference:
ƒ Upgrade of three airfield runways to restore strength, improve drainage and extend Jolene Rasmusen
pavement life U.S. Army Corps of
ƒ NDT analysis and mechanistic overlay design of the inside runway Engineers
Fort Worth and Little Rock
ƒ Selection of repair areas based on pavement structure and surface drainage Districts
ƒ Selection of pavement maintenance areas based on PCI surveys (830) 298-4924
ƒ Subgrade remedial action program at pavement removal and replacement locations
ƒ Investigated the reuse/recycling of removed bituminous pavement and aggregate base
course
ƒ Evaluated six pavement structures for most cost-effective pavement structure
ƒ Bituminous pavement designed for medium-load aircraft
ƒ Runway remarked in accordance with new airfield marking manual
ƒ Additive bid for inside runway overlay
ƒ 113,000 square yards of pavement removal
ƒ Staging to allow two runways to remain open at all times

MILITARY PROJECT EXPERIENCE




























Laughlin Air Force Base
Del Rio, TX



BRAC-ADAL AIRCRAFT PARKING APRON AND CASS EXTENSION
Laughlin AFB, under the 2005 Base Relocation and Closure (BRAC), was scheduled to receive 14 T-6 and 15 T-38
aircraft from Moody AFB, Georgia. The existing Mass Parking Apron did not have enough room to park the 29 new
aircraft.
The Mass Parking Apron was reconfigured to allow parking of the T-38 on the Mass Parking Apron. Unfortunately, these
parking positions did not contain the required Combined Aircraft Support System (CASS) to support the aircraft start-up.
As part of this project, CMT extended the existing CASS system, consisting of compressed air and 400 Hz electrical
system to 14 parking positions on the apron.
Parking for eight T-6 aircraft was provided by removal of three existing sunshades. Detail for removal and replacement
of the sunshades was included in the plans produced by CMT.
A new parking apron for the remaining six T-6 aircraft was designed by CMT. Several parking arrangements were
considered; the final parking arrangement was a compromise between available funds and mission requirements.
Design tasks included airspace considerations, parking layout, pavement design, site grading, subsurface drainage,
pavement marking, fencing, electrical, compressed air supply and 400Hz electrical supply.
Construction costs were $3,250,000.

Reference:
U.S. Army Corps of Engineers - Fort
Worth District
Ms. Jolene Rasmusen
(830)298-4924
Mr. James McRae
(830)298-3334

MILITARY PROJECT EXPERIENCE



Osan AB, Republic of Korea

Pacific Air Forces, U.S. Army Corps of
Engineers


RUNWAY RECONSTRUCTION STUDY
In 2003, the Pacific Air Forces contracted with CMT through
a U.S. Army Corps of Engineers indefinite delivery contract
for worldwide design to provide engineering services for a
runway reconstruction study at Osan Air Base, Republic of
Korea. The study was commissioned to provide construction
alternatives, estimated costs and estimated durations for
complete runway reconstruction.


Project Elements:
ƒ Meetings with US Army Corps of Engineers Far East
District, Osan AB engineers, Osan AB airport manager,
and local contractors.
ƒ Documentation of distress along 9,000’ x 150’ runway.
ƒ Reconstruction study included provisions for:
- New 9,000’ x 150’ runway
- 1,000’ paved overruns
- 25’ paved shoulders
- Taxiway connectors
- Runway lighting and signage
- NAVAIDS
- Aircraft arresting barriers Reference
- Surface and subsurface drainage Ross Higa
ƒ Alternatives provided include: HQ PACAF/ATO
25 F Street, Ste D-306
- Lowest cost Hickam AFB, HI
- Fastest construction 96853-5412
- 7-day reconstitution of an Alternate Combat Runway
(7,500 x 100’ with 1,000’ overruns)
- 21-day reconstitution of an Alternate Combat Runway
(7,500 x 100’ with 1,000’ overruns)
ƒ Provided cost and duration estimates for each alternative.
ƒ Developed phasing alternatives to minimize the mission
impact of runway reconstruction.
ƒ Reconstruction options range from $28M to $39M
depending on the type of construction and the phasing
scenario.

MILITARY PROJECT EXPERIENCE





























Abraham Lincoln Capital Airport Project Elements
ƒ 1,625’ runway and taxiway extensions
Springfield, Illinois ƒ Alternate bids for PCC and bituminous
pavement
JOINT-USE PROJECT ƒ New PCC arm/disarm pad
This project, initially to provide a 1,100-foot runway extension to ƒ New PAK 12/14 installation
6,400 feet for use by civilian aircraft, was expanded to provide an ƒ Paved overrun
8,000-foot paved surface for emergency use by the Illinois Air National ƒ Taxiway and runway edge lighting
Guard. As a result of deterioration of the primary runway and the ƒ Displaced threshold lighting and marking
need to close that runway for rehabilitation, which would require a ƒ Pavement marking and grooving
minimum six-month relocation of the F-16 ANG unit, CMT pursued,
with the airport owner and the ANG, sufficient DOA funds to extend ƒ AIrfield lighting and vault improvements
the secondary runway an additional 1,600 feet with a barrier arresting ƒ Overlays to Taxiway E and F
cable system. This allowed the ANG to operate on this runway with a ƒ Erosion-control plan
minimum 7,000-foot marked runway and a 1,100-foot overrun. The ƒ Airfield signage
costs anticipated for temporary relocation of the Guard unit exceeded
the cost to construct the longer extension. As a result, both the civilian
and ANGbenefitted from the expanded project. Reference:
Illinois Air National Guard
Lt. Brian Creech
183rd Tactical Fighter Group
Capital Airport
Springfield, IL 62707
(217)785-3682

MILITARY PROJECT EXPERIENCE






“I would definitely

continue working with
CMT on future work. I

especially enjoyed working
with Stan Herrin and Rich

Thuma.”

Dan Lenz, COE Project Manager
U.S. Army Corps of Engineers, Albuquerque
District



Cannon Air Force Base

Clovis, New Mexico


This project was comprised of two independently funded construction projects on Project Elements
Runway 22/04 at Cannon AFB, New Mexico. ƒ Phasing
ƒ Pavement removal
REPAIR KEEL SECTION RUNWAY 22/04 ƒ Pavement design
The first project, a MILCON project, was the Repair Keel Section Runway 22/04. This ƒ Grading
project had four components: 1) The keel pavement of the runway was removed ƒ Jointing
and replaced, 8,000 feet long and 80 feet wide, with new Portland Cement Concrete
(PCC) pavement; 2) the Runway 22 overrun double bituminous surface treatment was ƒ BAK relocation
removed and replaced with a new asphalt concrete surface; 3) two BAK-12 systems ƒ Pavement repairs
were removed from their location at about 2,500 feet from each runway end and
re-installed about 40 feet beyond each threshold, and 4) all joint sealant in the touch-
down area was removed and replaced. Reference:
U.S. Army Corps of
REPAIR TOUCHDOWN AREA RUNWAY 04 Engineers
Mr. Dan Lenz
The second project, an O&M project, was the Repair Touchdown Area, Runway 04, Albuquerque, NM
which consisted of removing and replacing the 1,000’ x 150’ touchdown area of (503) 342-3612
Runway 04 with PCC concrete.

Runway 22/04 intersects with Runway 13/31. To replace the Runway 22/04 keel
pavement at this location required the closure of Runway 13/31, which closed the
entire airfield to aircraft operations. A construction window was set up by having the
aircraft go TDY for 24 days. During this time period, the construction process was
accelerated. High-early strength concrete, multiple crews and wider paving lanes
were used to shorten construction time. The runway intersection was successfully
replaced during this 24-day window.

MILITARY PROJECT EXPERIENCE



Luke Air Force Base

Phoenix, AZ


REPAIR AIRFIELD PAVEMENT,
PHASE 1
The center 8,000’ x 150’ portion of Runway
3L-21R at the US Air Force premier F-16
training base was constructed with asphalt
pavement and demanded frequent resur-
facing as the asphalt rapidly aged in the hot, dry climate. The USACOE-Albu- Project Elements:
querque District called on CMT to initially complete a pre-design study to scope ƒ Phasing
out project components and develop cost and construction duration estimates as ƒ Contractor Access & Haul
well as options for dividing the work into separate projects. This initial effort was Routes
followed by development of Phase 1 construction documents. Construction was
started in February 2009 and was completed July 2009. ƒ Pavement Removal
ƒ Pavement Thickness Evaluation
Phase 1 removed existing asphalt pavement 2,600’ x 150’ and replaced with and Design
new 11” PCC pavement on 4” aggregate base course. As part of the design, ƒ Pavement Grading
the runway centerline profile was smoothed out to comply with UFC 3-260-01
requirements. As a cost-savings measure, only narrow strips of the adjacent ƒ Pavement Marking
asphalt shoulders were reconstructed. Because of the new runway surface ƒ Airfield Lighting Adjustments
elevations, special height adjustments to the runway edge lights were required. ƒ BAK-12 Polypropylene Pad
This portion of the runway contains an aircraft arresting barrier system (BAK-12), Replacement
which had sacrificial polypropylene pads installed under the cable. ƒ Specifications
Sustainable design was a key emphasis for this project, and the project was ƒ Cost Estimating
LEED-certifiable for the Silver rating using the Air Force procedure for rating hori-
zontal construction projects. The project required all removed asphalt pavement Reference:
to be recycled, required use of RAP in new asphalt shoulders, and use of recycled Mr. Dan Lenz
fly ash in the pavement concrete mixture. (505) 342.3612
CMT was the overall project manager and lead civil designer for this project, and
coordinated three subconsultants for topographical survey, geotechnical investi-
gation, and cost estimating. The success of this project led to the award of Phase
2 design, which will reconstruct the remaining asphalt portion of the runway.







“CMT continued the exceptional design work on the Luke AFB Runway replacement
as a similar fashion to the Replace Keel Section RW04/22 at Cannon AFB.…I
definitely recommend CMT for future airfield pavement contracts and enjoy working

with their design team.”

Bradley J. Green, Chief, Military & InterAgency Support, USACOE Albuquerque District

MILITARY PROJECT EXPERIENCE





























Lawson Army Airfield

Fort Benning, GA


PAVEMENT DESIGN, PLANS, PHASING, SPECIFICATIONS AND COST Project Elements:
ESTIMATES ƒ Phasing
The air deployment facilities at Lawson Army Airfield were inadequate to perform ƒ Pavement removal
Army Strategic Mobility Program (ASMP) deployment timelines. To meet those time ƒ Geometry
lines, a new deployment facility was to be built. To serve this facility, the existing ƒ Pavement design
apron was expanded to accommodate the deployment aircraft and overhead ƒ Grading, jointing, drainage
lighting was to be installed along the apron edge. ƒ Pavement marking
The apron was expanded to accommodate parking of seven C-5A aircraft and dual ƒ Utility relocation
taxilanes. Aircraft can taxi in and out at each parking position. Fuel hydrants were ƒ Taxiway edge lights
installed as part of a new hydrant fueling system.
ƒ Overhead apron lighting
Due to archaeological sensitive areas, there was no site available on the airfield ƒ Hydrant fueling pits
to be used as a retention pond. An oil-water separator was installed on an existing
storm line to meet storm water Best Management Practices. During construction,
the excavation for the oil-water separator was lined with sheet piling and used as a Reference:
temporary sediment basin. Charles Bowden
U.S. Army Corps of
A jet blast analysis was done. Several of the buildings along the edge of the apron Engineers - Savannah District
required jet blast fences to protect them from jet blast. (912) 652-5689
The water line along the edge of the apron was removed and replaced.

MILITARY PROJECT EXPERIENCE



























Biggs Army Airfield

Fort Bliss, Texas
Project Elements
AIRCRAFT LOADING APRON ƒ Phasing
This project is one of six projects undertaken to upgrade Biggs Army Airfield to ƒ Pavement removal
support the Army Strategic Mobility Program. The apron supports the parking ƒ Geometry
and loading of six C-5 aircraft, with taxi-in and taxi-out capabilities, and ƒ Pavement design
facilitates deployment time lines. The project included a taxiway connecting the ƒ 153,000 square yards 16” PCC
apron and runway. pavement
The existing fire training facility, located at the site of the new aircraft loading ƒ Grading
apron, was demolished and a new facility was provided at a new location on ƒ Jointing
the airfield. The new fire fighting facility contained a burn area, fire training ƒ Drainage
building, control stand and fire training simulator slab. ƒ Pavement marking
CCTV security cameras were installed on the Aircraft Loading Apron. Their ƒ Fencing
pictures are displayed in the new Air Deployment Facility building. CMT ƒ Utility relocation
detailed mounting the cameras to the overhead light poles, routing the cable ƒ Taxiway edge lights
to the Air Deployment Facility, and provided the display panel for the CCTV’s
pictures. ƒ Overhead apron lighting


Reference
CMT received an “Excellent” rating from the Fort Gainard Mattke
Worth District for this design. US Army Corps of Engineers
Transportation Systems Center
1616 Capitol Ave
Omaha, NE 68102-4901
(402) 995-2405

MILITARY PROJECT EXPERIENCE























Campbell Army Airfield

Fort Campbell, Kentucky “I noted everything as
a ‘10’ because I cannot

KEYHOLD HARDSTAND EXPANSION think of anything to
The keyhole hardstands at Fort Campbell Army Airfield were too small to
support C-5 and C-17 aircraft. When these aircraft were used to deploy improve on. Rich Thuma
troops from Fort Campbell, transport planes, loaded with armament, had made himself available
to wait on airfield taxiways, which restricted the use of the taxiways.
This project consisted of removing five existing “keyholes” and replacing even when he was
them with a large rectangular aircraft parking apron. Two different ‘unavailable.’”
layouts were provided. The first option would allow five aircraft to park
in a 60-degree angled parking arrangement. The second layout allowed Bill Deane, COE Project Manager U.S. Army
parking for five C-5 aircraft in a nose-to-tail arrangement. Corps of Engineers, Louisville District
CMT designed the dimensions of the apron, pavement thickness, phasing
and provided specifications and cost estimates. CMT also provided prelim-
inary design and design guidance for the jointing, drainage, grades, edge Project Elements
lighting, access roads and environmental requirements. Conceptual drawings and specifications
for a request for proposal for the design/
build delivery of the keyhole hardstand
expansion
For its design effort, CMT earned a design rating
of “Exceptional,” the highest possible, from the Reference
Louisville Corps of Engineers office. Department of the Army
Mr. Bill Deane
U.S. Army Corps of
Engineers, Louisville District
Louisville, KY 40201-0059
(502) 582-2001

MILITARY PROJECT EXPERIENCE



Aircraft Arresting Barrier System Experience



CMT is familiar with the design of BAK 12 and BAK 12/14 systems, having provided full and partial design services at
military and civilian locations around the country as listed below:


Project System Type of Work

Repair Keel Section, Runway 22/04 BAK 12 Relocated two aircraft arresting barriers to runway
Cannon AFB, NM thresholds, placed engines into pits.
Rehabilitate Runway 7/25 BAK 12/14 Design and construction for the adjustment and
Toledo Express Airport, Toledo, OH repair of the cable trough.
Extend Runway 13/31 BAK 12/14 Design and construction observation
A. Lincoln Capital Airport, Springfield, IL New BAK 12/14 system
Design and construction services for reconfigura-
Reconstruct Southwest Barrier Arresting Cable BAK 12/14 tion and reconstruction of a BAK 12 system to BAK
IL Air National Guard, Springfield, IL
12/14.
Design and construction services for reconfigura-
Reconstruct Southwest Barrier Arresting Cable BAK 12/14 tion and reconstruction of a BAK 12 system to BAK
IL Air National Guard, Springfield, IL
12/14.
Runway 13/31 Extension BAK 12/14 Design and construction observation of new BAK
Greater Peoria Regional Airport, Peoria, IL 12/14 installations at both runway ends.
Design and replacement of BAK 12 cable trough
Airfield Pavement Renovations BAK 12/14 with a BAK 12/14 trough, including new equip-
McConnell AFB, KS
ment in shelter
Airfield Pavement Renovations BAK 12/14 Adjustment of fairlead tube beam.
McConnell AFB, KS
Runway Rehabilitation BAK 9 Removal of engine pits.
Grand Forks AFB, ND
Runway 3/21 Reconstruction BAK 12 Installation of Polypropylene pads under BAK-12
Luke AFB, AZ cable in new PCC pavement

MILITARY AVIATION SPECIALISTS



Rich Thuma, PE, SAMPLE PROJECTS:

ENV SP Repair Runway 6/24, Joint Base McGuire-
Dix-Lakehurst, NJ: Project manager for $50M
project to reconstruct/rehabilitate 10,000-ft
Mr. Thuma has served as a project manager runway and connector taxiways.
and project engineer for a variety of projects at
both civilian and military airports. His technical Aircraft Parking Apron, Fort Campbell, KY:
specialties include: pavement thickness design, Project engineer for $9.2M parking apron sized
pavement management, project definition, and for five C-5A aircraft. The project tasks included
airfield geometrics. Prior to joining CMT in Pavement Design, Geometry, Grading, Lighting,
1999, Mr. Thuma served eight years as a civil and Specifications.
engineer in the U.S. Air Force, where he most Runway Reconstruction, Cannon Air Force
recently served as airfield pavement evaluation Base, NM: Project manager for $7.4M runway
team leader, in charge of pavement and soil reconstruction and BAK-12 relocation project.
site investigations at more than 30 military sites Project tasks included: pavement design,
around the world. He continues his military phasing, grading, lighting, and specifications.
service to this day as a member of the Air Force
Reserve, where he works for the Headquarters,
Air Mobility Command in the Infrastructure
Section for the Director of Civil Engineering.




SEAN SMITH, PE SAMPLE PROJECTS:
Airfield Improvements, McConnell AFB, KS:
Sean serves as an aviation engineer with CMT. Project Engineer for repairing airfield pavements,
His assignments have included pavement design, revising geometry to meet current criteria and
geometrics, grading, phasing and preparation installing new bituminous shoulders and edge
of plans and specifications, including cost lighting.
estimates for new and reconstructed runways, Base Operations Apron, Sheppard AFB,
taxiways and aprons. Sean has also served as TX: Project Engineer for providing new apron
resident engineer. adjacent to the base operations complex.
Repair Airfield Pavements, Luke AFB, AZ:
Project Engineer for multi-phase replacement
of existing asphalt runway pavement with PCC
pavement.







BRIAN HUTSELL, PE SAMPLE PROJECTS:
McConnell AFB, Wichita, Kansas: Design
Brian serves as an aviation design engineer and Engineer and Construction Phase Assistance for
project manager assigned to CMT’s Aviation the Reconstruction of Runway 1L/19R (12,000’ x
Services Division. 150’) – MO/KS ACPA Award Winner
Design Engineer for the following projects:
• Taxiway F rehabilitation and pavement
maintenance.
• Taxiway A reconstruction (12,000 feet by 75
feet).
• Homerun duct bank reconstruction.
• New airfield electrical vault.

MILITARY AVIATION SPECIALISTS



Gregory Huntley, PE SAMPLE PROJECTS:
Repair Runway 06/24, Joint Base McGuire-
Mr. Huntley has served as a project engi- Dix-Lakehurst, NJ: Construction Services Project
neer for a variety of projects at military Engineer to provide quality assurance to $50M project
and civilian airfields for CMT’s Aviation to reconstruct/rehabilitate 10,000-ft runway and
Group. His design experience includes connector taxiways.
detailed construction plans, specification,
construction project services, and pavement Maintenance Area Study At North Auxiliary
evaluations. Prior to joining CMT in 2009, Airfield, Charleston AFB, SC: Project engineer to
he served nine years as a Civil Engineer in evaluate the feasibility of using 1000-ft of original
the U.S. Air Force. Mr. Huntley is a member pre-1943 pavement to taxi and park aircraft for
of the ASCE Airfield Pavement Committee maintenance.
(APC) and Society of American Military Repair Taxiway Golf, Joint Base McGuire-Dix-
Engineers (SAME), and a contributor to the Lakehurst, NJ: Project engineer for a $15M
annual review of the Unified Facilities Guide project to remove a 9,000-ft HMA taxiway and
Specifications (UFGS) for HMA and PCC replace with PCC. Project tasks include geometry,
Airfield Pavements. grading, drainage, pavement design, lighting, and
specifications.




Asad Bajwa, PE SAMPLE PROJECTS:
Airfield Lighting Vault, Joint Base McGuire-Dix-
Asad has worked for CMT as an Electrical Lakehurst, NJ: Lead Electrical Engineer for new
Engineer since 1994. He has served as airfield lighting vault and new associated airfield
project manager, project engineer, lighting systems for 2 Runways and connector taxi-
and designer, and has specific experience ways including homerun ducbank, PAPIs, REILs and
working on military and civilian airport, MALSR, systems.
roadway, parking lot and municipal building Airfield Lighting Vault, Scott AFB, IL: Served as
projects. the Lead Electrical Engineer for the rehabilitation of
Asad serves as Chief Electrical Engineer and existing lighting vault including replacement of regu-
oversees the firm’s electrical engineering lators, stand-by generators, vault power distribution
projects. Member of the and interaction with ALCMS.
Illumination Engineering Society (IES) Airfield Runway Repair, Anderson AFB, Guam: Lead
Lighting Committee. electrical engineer for design build improvements of
entire airfield complex including new ALSF-2, ALCMS
upgrades and aircraft arresting systems.


Andrew Gurski, EI SAMPLE PROJECTS:
Repair West Runway, North Duct Bank & Taxiway
Mr. Gurski has been responsible for various Alpha, North McConnell AFB, KS: Project Engi-
project designs including pavement design neer on the $56M project to upgrade airfield facil-
and evaluation, specifications, cost esti- ities. Responsible for airfield geometrics, pavement
mates, airfield lighting and layout, and removal and replacement, PCC paving, airfield light
project quality control as a Project Engineer layout, typical sections and details.
with CMT’s Military and Special Projects
Group. Mr. Gurski is knowledgeable in Repair Runway 06/24, Joint Base McGuire-
policies and standards pertaining to military Dix-Lakehurst, NJ: Design Project Engineer on
airfield planning and design. $50M project to reconstruct 10,000-ft runway and
connector taxiways.
Repair Taxiway Lima Design, Joint Base McGuire-
Dix-Lakehurst, NJ: Project engineer for a $15M
project to remove a 9,000-ft HMA taxiway and
replace with PCC.